CN101016763A - Hollow pipe used for concrete - Google Patents

Hollow pipe used for concrete Download PDF

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Publication number
CN101016763A
CN101016763A CN 200610094854 CN200610094854A CN101016763A CN 101016763 A CN101016763 A CN 101016763A CN 200610094854 CN200610094854 CN 200610094854 CN 200610094854 A CN200610094854 A CN 200610094854A CN 101016763 A CN101016763 A CN 101016763A
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China
Prior art keywords
groove
perhaps
stiffener
support draw
cavity
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CN 200610094854
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CN101016763B (en
Inventor
邱则有
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Hunan Qiuzeyou Patent Strategy Planning Co Ltd
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Individual
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Abstract

Disclosed is a hollow pipe for concrete comprising a pipe body (1), tube end sealing caps (2) and a reinforcement member (3), the reinforcement member (3) being at least one selected from a reinforcing rib, a bracing piece, a strengthening rib, or a strengthening rope, the two tube end sealing caps (2) plug the two ends of the pipe member (1) into closed cavity (4), the reinforcement member (3) is arranged in the cavity (4), the invention is characterized in that the tube member (1) is provided with at least a recess (5), the recess (5) is provided with at least a tensioning member (6), wing rims (17) are projected outwardly from the two sides of the pipe member (1) along longitudinal direction. The invention can be applied to various cast-in-situ reinforced-bar concrete or prestressed reinforced-bar concrete hollow building roofings, house roofings, foundation slabs, walls or hollow bridges, especially for hollow flat slabs.

Description

A kind of concrete hollowed pipes
The application for the applying date be that June 19, application number in 2003 are 200510135867.9, name is called the dividing an application of application for a patent for invention of " a kind of concrete hollowed pipes ".
(1) technical field
The present invention relates to a kind of concrete hollowed pipes.
(2) background technology
At present, in the prior art, it is permanent core that cast-in-situ concrete hollow floor becomes pole, and as paper tube, plastic pipe, metal bellows, core light material etc., these tubular core molds or member mainly consider to find time concrete, reduce superstructure weight.It as the patent No. of applicant application " cast-in-place reinforced concrete filling fiber reinforcement type thin wall cylinder " utility model patent of 99249755.8, it is made up of horniness thin-walled tube and two ends plug, two plugs form an enclosed cavity with the horniness thin-walled tube closed at both ends, and horniness thin-walled tube cross section and plug shape can be circle, square, trapezoidal or other is special-shaped.This pipe has advantages such as intensity height, resistance to deformation, anti-vibration performance are good, convenient construction and transport.But after being applied to cast-in-situ concrete hollow floor; because the tubulose concrete in the horniness thin-walled tube centre in the Cast-in-place Concrete Building Floor is found time; along pipe the Cast-in-place concrete rib arranged vertically; and laterally found time by core or member owing to steel bar concrete; only depend on two plugs to seal as the power transmission rib; therefore; can't bear the effect of complicated pulling force, pressure, shearing, moment of torsion etc.; the bigger situation of cast-in-place concrete cored two direction rigidity great disparities has appearred; and become the cast-in-situ reinforced concrete hollow one-way slabs, can't form well word rib equivalent transverse and longitudinal.For this reason, the applicant has applied for that September 30 calendar year 2001 the patent No. is ZL01136050.X, name is called the patent of invention of " a kind of hollow pipe member for in-situ deposited steel bar reinforced concrete combined structure ", it comprises body, the pipe end end socket, stiffener, stiffener is a stiffening rib, two pipe end end sockets form enclosed cavity with the shutoff of body two ends, stiffening rib is arranged in the cavity, like this, owing to be provided with stiffening rib in the pipe, eliminated behind the hollow section pore-forming defective that no primary structure member and cracking resistance are constructed in the pipe, has the intensity height, it is little that bidirectional stress passes difference, shearing resistance is antitorque strong, resistance to deformation is big, anti-seismic performance is good, advantages such as convenient construction and transport, after being applied to hollow building cover, superstructure can form two-way hollowcore slab.But the stiffening rib quantity that this hollow pipe component is provided with more for a long time, and its weight is heavier relatively, the carrying construction is inconvenient.Therefore, develop a kind of novel concrete hollowed pipes for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of concrete hollowed pipes, have characteristics such as in light weight, carrying easy construction, intensity height, non-frangibility.
Solution of the present invention is on the basis of existing technology, comprise body, pipe end end socket, stiffener, stiffener is stiffening rib, bracing boom, reinforcing rib, add at least a in wringing, two pipe end end sockets form enclosed cavity with the shutoff of body two ends, stiffener is arranged in the cavity, it is characterized in that body is provided with at least one groove, be provided with at least one support draw piece in the groove, the vertically outer edge of a wing of choosing, body both sides.Like this, because body is provided with groove, Cast-in-place concrete can form cross rib in groove, thereby, in the unit hollow section length prefabricated stiffening rib can be set less, thereby, the weight of hollow section alleviates greatly, the carrying easy construction, simultaneously, owing to be provided with the support draw piece in the groove of hollow section, body is connected to each other, plays a part to involve mutually, thereby, the intensity height of hollow section, rigidity is big, frangibility not, carrying is more convenient with construction, in addition, hollow section also has making easily, characteristics such as cost is low are when hollow section is applied in the cast-in-situ concrete hollow floor, the outer frange plate of choosing on the hollow body, alternative engineering template has reduced spillage of material, simultaneously, because of having saved the template installation procedure, increase substantially speed of application, reduced the comprehensive cost of cast-in-situ concrete hollow floor, thereby reached purpose of the present invention, be applicable to the hollow building cover of various cast-in-situ reinforced concretes or prestressed reinforced concrete, roof system, sole plate, body of wall or hollow bridges are used, and are specially adapted to hollow arch without beam and use.
Feature of the present invention also is to choose the edge of a wing outside described pipe end two.
Feature of the present invention is that also described groove is for broadening gradually or suddenling change wide connected in star.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete poured in the wide or wide connected in star that suddenlys change of gradual change, can form the Cast-in-place concrete rib of various width, had improved the mechanical property of cast-in-situ concrete hollow floor greatly.
Feature of the present invention is that also described support draw piece is at least a in bar, pier, plate, sheet, rope or the piece.Like this, the variation of support draw piece material and structure can be satisfied the different designs requirement of product, and can be according to different needs, adopts reasonable manner to connect.As adopting web strap material and wood particle, be arranged in the groove as the support draw piece.
Feature of the present invention also be described support draw piece be hollow or solid or porous or compound support draw piece at least a.Like this, can be according to the design needs, corresponding employing support draw piece hollow or solid or porous rationally solves support and draws the reinforcing problem.
Feature of the present invention is that also described support draw piece is at least a in the fixed or movable detachable support draw piece.Like this, movable dismountable support draw piece can be after hollow section installs, and dismounting is reclaimed, and both can prevent hollow section fracture or cracking, and recyclable again secondary uses, and reduces the cost of production of hollow section.
Feature of the present invention is also that described plural support draw piece is parallel, quadrature, oblique, grade separation or constitute grid or its combination.Like this, parallel, quadrature, oblique, grade separation or constitute grid or support draw piece that its combination is provided with, when hollow section was applied in the cast-in-situ concrete hollow floor, support draw piece and Cast-in-place concrete combined, can form in-situ deposited prefabricated composite construction, improve the stress performance of cast-in-situ concrete hollow floor greatly.
Feature of the present invention is that also described stiffener is bracing boom, reinforcing rib, adds at least a in wringing, perhaps also includes stiffening rib.Like this, stiffener wide in variety can be selected different stiffener settings, as required to satisfy the needs of different occasions.
Feature of the present invention is that also described stiffener exposes outside the hollow section.Like this, when hollow section is applied in the Cast-in-place Concrete Building Floor, reinforcement is set in the hollow section exposes hollow section, can form cast-in-place and prefabricated composite construction, optimize the inner stress system of superstructure with Cast-in-place concrete.
Feature of the present invention is that also position, described stiffener place is along managing week or axially making the part or whole groove.Like this, when hollow section is applied in the cast-in-situ concrete hollow floor, concrete pours into position, stiffening rib place along in pipe week or the part of axially making or the whole grooves, combine with the stiffening rib in the hollow section, form Cast-in-place concrete and prefabricated stiffening rib structure combining, improved the mechanical property of cast-in-situ concrete hollow floor greatly.
Feature of the present invention also is to wrap up in in described body, pipe end end socket, the stiffener at least one and contains reinforce, perhaps also have reinforce to expose outside the hollow section, reinforce is reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, have protruding nail to approach at least a in band, braid over braid or the strap.Like this, contain body, the pipe end end socket of reinforce, the intensity of stiffener has obtained improving greatly, simultaneously, the diversity of reinforce material, reinforce selects for use when being convenient to hollow section production, help reducing production costs, but also can improve the rupture strength and the rigidity of body, pipe end end socket, stiffener greatly, make it be not easy to fracture or damaged.
Feature of the present invention is that also the groove of described body or body is provided with at least one inner corner trim or chamfering.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete poured in inner corner trim or the chamfering, formed reinforcing rib at Cast-in-place concrete rib place, had increased substantially the supporting capacity of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described inner corner trim or chamfering are arranged on the pipe end of body.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete poured in the inner corner trim or chamfering of pipe end, can form cast-in-place reinforced pier or muscle on main dark rib, had improved resistance to compression, the impact resistance of hollow cast slab, made its structure firmer.
Feature of the present invention also is described inner corner trim or chamfering and tubular axis heart line parallel, quadrature, oblique, grade separation or constitutes grid or its combination.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete poured in inner corner trim or the chamfering, formed reinforcement, can improve the comprehensive stress performance of cast-in-situ concrete hollow floor, satisfied the design and the function of use requirement of superstructure.
Feature of the present invention also is described inner corner trim, groove self or mutually orthogonal, parallel, oblique, grade separation or constitutes grid or its combination.Like this, parallel, quadrature, oblique, grade separation or constitute grid or inner corner trim or groove that its combination is provided with, when hollow section was applied in the cast-in-situ concrete hollow floor, inner corner trim or groove and Cast-in-place concrete combined, can form in-situ deposited prefabricated composite construction, improve the stress performance of cast-in-situ concrete hollow floor greatly.
Feature of the present invention is that also described groove is dark groove, and bottom land is tube wall, double-layer tube wall or thickening tube wall or hollow connection tubule.Like this, groove is dark groove, and bottom land is the structure of tube wall, double-layer tube wall or thickening tube wall or hollow connection tubule, alleviated the weight of hollow section self greatly, make transportation, install more convenient simple, simultaneously, the Cast-in-place concrete cross rib that forms in the dark groove is bigger, and its mechanical property is better.
Feature of the present invention also is to be provided with the die cavity that the moulding of Cast-in-place concrete stiffener is used in the cavity of described body, has the uncovered or whole uncovered holes of part on the body at position, die cavity place, perhaps also has reinforce or support draw piece in the die cavity.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete can inject the uncovered or whole uncovered holes of part, forms Cast-in-place concrete stiffener or cross rib, has increased substantially the combination property of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described at least one pipe end end socket is a stiffening rib.Like this, improve the survivability of hollow section pipe end end socket greatly, made hollow section have good whole.
Feature of the present invention also is in the described groove or body is provided with at least a in hole, pit, raised line, the projection.Like this, when hollow section is applied in the cast-in-situ concrete hollow floor, concrete pours in the groove or the hole that is provided with on the body, pit, raised line, projection in, the in-situ deposited prefabricated stiffener that combines of corresponding formation all styles of has improved the combination property of cast-in-situ concrete hollow floor.
Feature of the present invention also is to be provided with in the described groove at least one secondary groove.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, the concrete in the secondary groove can form the reinforcing rib on the cross rib that forms in the groove, thereby further improved the mechanical property of superstructure.
Feature of the present invention is that also the tube wall of described at least a portion body is thickening tube wall or the thickening tube wall that is extended with reinforce.Like this, the tube wall of hollow section is thickening tube wall or the thickening tube wall that is extended with reinforce, has improved resistance to compression, the impact resistance of hollow section greatly, makes it not fragile in transportation, construction, installation process, greatly reduces the breakage rate of hollow section.
Feature of the present invention is that also described groove is the empty groove of standard-sized sheet mouth, has the support draw piece in the empty groove.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, concrete poured in the sky groove, had formed the cast-in-place concrete hidden rib of complete perforation, had improved the supporting capacity of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described body more than at least two is connected in parallel to each other or connects or also series connection, perhaps also has linkage between the body.Like this, body is connected in parallel to each other or connects or also series connection, perhaps also has the hollow section of linkage between the body, when its hollow section was applied in the cast-in-situ concrete hollow floor, it was fast to have a speed of application, the characteristics of high efficiency, simultaneously, installation specification has improved the quality of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described body is provided with the locating structure of the location of being convenient to construct, and locating structure can be draw ring, drag hook, lacing wire, draws in the net, feet or other device.Like this, when hollow section was applied in the cast-in-situ concrete hollow floor, locating structure can prevent its come-up, displacement.
Feature of the present invention also is to have on the described body the outer frange plate of choosing.Like this, when hollow section is applied in the cast-in-situ concrete hollow floor, the outer frange plate of choosing on the hollow body, alternative engineering template has reduced spillage of material, simultaneously, because of having saved the template installation procedure, increased substantially speed of application, reduced the comprehensive cost of cast-in-situ concrete hollow floor.
Feature of the present invention is that also described body lateral separation or longitudinal separation more than at least two arranges, between link to each other by frange plate, constitute pipe fitting in groups.Like this, when hollow section is applied in the cast-in-situ concrete hollow floor, fast and the standard of hollow section assembly construction and installation speed, simultaneously, the outer frange plate of choosing on the hollow body, alternative engineering template, reduced spillage of material, because of having saved the template installation procedure, increased substantially speed of application, the corresponding comprehensive cost that reduces cast-in-situ concrete hollow floor.
Feature of the present invention is that also described body or groove are Cement fibre or Cement fibre net or cement gauze wire cloth body.Like this, the material variation of body or groove is drawn materials when being convenient to produce nearby, reduces the cost of production of hollow section.
Feature of the present invention is that also described body is metal bellows or plastic film capicitor.Like this, body is plurality of advantages such as the hollow section itself of metal bellows or plastic film capicitor has intensity height, shock resistance, damage capability is strong, corrosion resistance is good, is applicable to the cast-in-situ concrete hollow floor of various different occasions.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is body, and 2 is the pipe end end socket, and 3 is stiffener, and 4 is enclosed cavity, and 5 is groove, and 6 are the support draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and its body 1 is provided with many grooves 5, is illustrated as to be provided with 3 grooves, is provided with support draw piece 6 in the groove 5.
Fig. 2 is the structural representation of the embodiment of the invention 2, and two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, the groove of its groove 5 for broadening gradually from down to up.
Fig. 3 is the structural representation of the embodiment of the invention 3, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its support draw piece 6 is hollow support draw piece.
Fig. 4 is the structural representation of the embodiment of the invention 4, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its support draw piece 6 is movable dismountable support idler arm.
Fig. 5 is the structural representation of the embodiment of the invention 5, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its stiffener 3 exposes outside the hollow section 1.
Fig. 6 is the structural representation of the embodiment of the invention 6, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, week is made whole grooves 5 along pipe in its position, stiffener 3 place.
Fig. 7 is the structural representation of the embodiment of the invention 7, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, all wrap up in its pipe end end socket 2 and the stiffener 3 and contain reinforce 7, diagram reinforce 7 is fleece and gauze wire cloth, also has metal foil band reinforce 7 to expose outside the body 1 simultaneously.
Fig. 8 is the structural representation of the embodiment of the invention 8, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with a plurality of inner corner trims 8 and chamfering 9 in the groove 5 on its body 1.
Fig. 9 is the structural representation of the embodiment of the invention 9, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its inner corner trim 8 and chamfering 9 are arranged on the pipe end of body 1.
Figure 10 is the structural representation of the embodiment of the invention 10, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, support draw piece 6 is respectively metal foil band and wood particle, and its groove 5 is dark groove, bottom land is a double-layer tube wall, and perhaps double-layer tube wall has formed the tube wall of a bed thickness after superimposed.
Figure 11 is the structural representation of the embodiment of the invention 11, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with the die cavity 10 that 3 moulding of Cast-in-place concrete stiffener are used in the cavity 4 of its body 1, on the body 1 at position, die cavity 10 place, have the uncovered hole of part 11, support draw piece 6 in the die cavity 10 in addition.
Figure 12 is the structural representation of the embodiment of the invention 12, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its pipe end end socket 2 is a stiffening rib 3.
Figure 13 is the structural representation of the embodiment of the invention 13, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is provided with the combination of hole 11, pit 12, raised line 13, projection 14.
Figure 14 is the structural representation of the embodiment of the invention 14, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with the secondary groove in its groove 5.
Figure 15 is the structural representation of the embodiment of the invention 15, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, the bottom tube wall of its body 1 is the thickening tube wall.
Figure 16 is the structural representation of the embodiment of the invention 16, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its groove 5 is the empty groove of standard-sized sheet mouth, is provided with a plurality of support draw pieces 6 in the empty groove and connects.
Figure 17 is the structural representation of the embodiment of the invention 17, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its two bodys 1 connect side by side by linkage 15 each other.
Figure 18 is the structural representation of the embodiment of the invention 18, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is provided with the locating structure 16 of the location of being convenient to construct, and illustrated position structure 16 is drag hook and feet.
Figure 19 is the structural representation of the embodiment of the invention 19, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, the outer frange plate of choosing 17 is arranged on its body 1.
Figure 20 is the structural representation of the embodiment of the invention 20, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, arrange two body 1 lateral separations, is connected by frange plate 17 between the body 1, constitutes pipe fitting in groups.
Figure 21 is the structural representation of the embodiment of the invention 21, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is a metal bellows.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise body 1, pipe end end socket 2, stiffener 3, stiffener 3 for stiffening rib, bracing boom, reinforcing rib, add at least a in wringing, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, stiffener 3 is arranged in the cavity 4, it is characterized in that body 1 is provided with at least one groove 5, be provided with at least one support draw piece 6 in the groove 5, the vertically outer edge of a wing 17 of choosing, body 1 both sides.Fig. 1 is the structural representation of the embodiment of the invention 1.In the accompanying drawing, 1 is body, and 2 is the pipe end end socket, and 3 is stiffener, and 4 is enclosed cavity, and 5 is groove, and 6 are the support draw piece, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and its body 1 is provided with many grooves 5, is illustrated as to be provided with 3 grooves, is provided with support draw piece 6 in the groove 5.As Figure 19, shown in Figure 20, the vertically outer edge of a wing 17 of choosing, body 1 both sides.
Feature of the present invention also is to choose the edge of a wing 17 outside described pipe end two.As Figure 19, shown in Figure 20, choose the edge of a wing 17 outside pipe end two.
Feature of the present invention is that also described groove 5 is for broadening gradually or suddenling change wide connected in star.Fig. 2 is the structural representation of the embodiment of the invention 2, and two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, the groove of its groove 5 for broadening gradually from down to up.
Feature of the present invention also is at least a in bar, pier, plate, sheet, rope or the piece of described support draw piece 6.As shown in Figure 2, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, is provided with a plurality of support draw pieces 6 in the groove 5, and its support draw piece 6 is the support arm-tie.
Feature of the present invention also is at least a in hollow or solid or porous or the compound support draw piece of described support draw piece 6.Fig. 3 is the structural representation of the embodiment of the invention 3, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its support draw piece 6 is hollow support draw piece.
Feature of the present invention also is at least a in the fixed or movable detachable support draw piece of described support draw piece 6.Fig. 4 is the structural representation of the embodiment of the invention 4, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its support draw piece 6 is movable dismountable support idler arm.
Feature of the present invention is also that described plural support draw piece is 6 parallel, quadrature, oblique, grade separation or constitute grid or its combination.As shown in Figure 4, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, is provided with a plurality of support draw pieces 6 in the groove 5, and support draw piece 6 is arranged in parallel.
Feature of the present invention also be described stiffener 3 for bracing boom, reinforcing rib, add at least a in wringing, perhaps also include stiffening rib.As among Fig. 1 to Fig. 4, be provided with stiffening rib 3 and reinforcing rib 3.As shown in Figure 5, be provided with stiffening rib 3 and bracing boom 3, and bracing boom 3 exposes outside the hollow section 1.
Feature of the present invention is that also described stiffener 3 exposes outside the hollow section.Fig. 5 is the structural representation of the embodiment of the invention 5, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its stiffener 3 exposes outside the hollow section 1.
Feature of the present invention is that also position, described stiffener 3 place is along managing week or axially making the part or whole groove 5.Fig. 6 is the structural representation of the embodiment of the invention 6, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, week is made whole grooves 5 along pipe in its position, stiffener 3 place.
Feature of the present invention also is to wrap up in in described body 1, pipe end end socket 2, the stiffener 3 at least one and contains reinforce 7, perhaps also have reinforce 7 to expose outside the hollow section, reinforce 7 for reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, have protruding nail to approach at least a in band, braid over braid or the strap.Fig. 7 is the structural representation of the embodiment of the invention 7, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, all wrap up in its pipe end end socket 2 and the stiffener 3 and contain reinforce 7, diagram reinforce 7 is fleece and gauze wire cloth, also has metal foil band reinforce 7 to expose outside the body 1 simultaneously.
Feature of the present invention is that also the groove 5 of described body 1 or body 1 is provided with at least one inner corner trim 8 or chamfering 9.Fig. 8 is the structural representation of the embodiment of the invention 8, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with a plurality of inner corner trims 8 and chamfering 9 in the groove 5 on its body 1.
Feature of the present invention is that also described inner corner trim 8 or chamfering 9 are arranged on the pipe end of body 1.Fig. 9 is the structural representation of the embodiment of the invention 9, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its inner corner trim 8 and chamfering 9 are arranged on the pipe end of body 1.
Feature of the present invention also is described inner corner trim 8 or chamfering 9 and tubular axis heart line parallel, quadrature, oblique, grade separation or formation grid or its combination.As shown in Figure 9, its inner corner trim 8, chamfering 9 and pipe axial line quadrature.
Feature of the present invention also is described inner corner trim 8, groove 5 self or mutually orthogonal, parallel, oblique, grade separation or constitutes grid or its combination.As shown in Figure 9, its inner corner trim 8, groove 5 self is mutually orthogonal or parallel.
Feature of the present invention is that also described groove 5 is dark groove, and bottom land is tube wall, double-layer tube wall or thickening tube wall or hollow connection tubule.Figure 10 is the structural representation of the embodiment of the invention 10, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, support draw piece 6 is respectively metal foil band and wood particle, and its groove 5 is dark groove, bottom land is a double-layer tube wall, and perhaps double-layer tube wall has formed the tube wall of a bed thickness after superimposed.
Feature of the present invention also is to be provided with the die cavity 10 that 3 moulding of Cast-in-place concrete stiffener are used in the cavity of described body 1, on the body 1 at position, die cavity 10 place, have the uncovered or whole uncovered holes 11 of part, perhaps also have reinforces 7 or support draw pieces 6 in the die cavity 10.Figure 11 is the structural representation of the embodiment of the invention 11, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with the die cavity 10 that 3 moulding of Cast-in-place concrete stiffener are used in the cavity 4 of its body 1, on the body 1 at position, die cavity 10 place, have the uncovered hole of part 11, support draw piece 6 in the die cavity 10 in addition.
Feature of the present invention is that also described at least one pipe end end socket 2 is stiffening rib 3.Figure 12 is the structural representation of the embodiment of the invention 12, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its pipe end end socket 2 is a stiffening rib 3.
Feature of the present invention also is in the described groove 5 or body 1 is provided with at least a in hole 11, pit 12, raised line 13, the projection 14.Figure 13 is the structural representation of the embodiment of the invention 13, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is provided with the combination of hole 11, pit 12, raised line 13, projection 14.
Feature of the present invention also is to be provided with in the described groove 5 at least one secondary groove 5.Figure 14 is the structural representation of the embodiment of the invention 14, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, be provided with the secondary groove in its groove 5.
Feature of the present invention is that also the tube wall of described at least a portion body 1 is thickening tube wall or the thickening tube wall that is extended with reinforce 7.Figure 15 is the structural representation of the embodiment of the invention 15, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, the bottom tube wall of its body 1 is the thickening tube wall.
Feature of the present invention is that also described groove 5 is the empty groove of standard-sized sheet mouth, and support draw piece 6 is arranged in the empty groove.Figure 16 is the structural representation of the embodiment of the invention 16, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its groove 5 is the empty groove of standard-sized sheet mouth, is provided with a plurality of support draw pieces 6 in the empty groove and connects.
Feature of the present invention is that also described body 1 more than at least two is connected in parallel to each other or connects or also series connection, perhaps also has linkage 15 between the body 1.Figure 17 is the structural representation of the embodiment of the invention 17, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its two bodys 1 connect side by side by linkage 15 each other.
Feature of the present invention is that also described body 1 is provided with the locating structure 16 of the location of being convenient to construct, and locating structure 16 can be draw ring, drag hook, lacing wire, draws in the net, feet or other device.Figure 18 is the structural representation of the embodiment of the invention 18, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is provided with the locating structure 16 of the location of being convenient to construct, and illustrated position structure 16 is drag hook and feet.
Feature of the present invention also is to have on the described body 1 the outer frange plate of choosing 17.Figure 19 is the structural representation of the embodiment of the invention 19, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, the outer frange plate of choosing 17 is arranged on its body 1.
Feature of the present invention is that also described body 1 lateral separation or longitudinal separation more than at least two arranges, between link to each other by frange plate 17, constitute pipe fitting in groups.Figure 20 is the structural representation of the embodiment of the invention 20, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, be provided with stiffener 3 in the cavity 4, body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, arrange two body 1 lateral separations, is connected by frange plate 17 between the body 1, constitutes pipe fitting in groups.
Feature of the present invention is that also described body 1 or groove 5 are Cement fibre or Cement fibre net or cement gauze wire cloth body.As shown in figure 19, its body 1 is a Cement fibre webmaster body.
Feature of the present invention is that also described body 1 is metal bellows or plastic film capicitor.Figure 21 is the structural representation of the embodiment of the invention 21, two pipe end end sockets 2 form enclosed cavity 4 with body 1 two ends shutoff, are provided with stiffener 3 in the cavity 4, and body 1 is provided with many grooves 5, be provided with a plurality of support draw pieces 6 in the groove 5, its body 1 is a metal bellows.
During the invention process, the slurry (as concrete or cement mortar) that stirs is poured in the mould of band raised line, it is even, closely knit to pave, place prefabricated stiffener, the forming body, treat the slurry setting and harden after, the dismounting mould promptly obtains the open hollow pipe with stiffener 3, groove 5, support draw piece 6, with prefabricated pipe end end socket 2 with seal the two ends shutoff of slurry with hollow section, maintenance promptly obtains the hollow section with stiffener 3, groove 5, support draw piece 6 to stipulating the length of time then; Also can be when paving slurry, reinforces 7 such as laying fleece are in slurry, it is even, closely knit to pave, place prefabricated stiffener, the forming body, treat the slurry setting and harden after, the dismounting mould promptly obtains the open hollow pipe with stiffener 3, groove 5, support draw piece 6, then with prefabricated pipe end end socket 2 with seal the two ends shutoff of slurry with hollow section, maintenance is to stipulating the length of time, promptly obtains accompanying band stiffener 3, the groove 5 of reinforce 7, the hollow section of support draw piece 6.

Claims (10)

1, a kind of concrete hollowed pipes, comprise body (1), pipe end end socket (2), stiffener (3), stiffener (3) is stiffening rib, bracing boom, reinforcing rib, add at least a in wringing, two pipe end end sockets (2) form enclosed cavity (4) with the shutoff of body (1) two ends, stiffener (3) is arranged in the cavity (4), it is characterized in that body (1) is provided with at least one groove (5), be provided with at least one support draw piece (6) in the groove (5), the vertically outer edge of a wing (17) of choosing, body (1) both sides.
2, a kind of concrete hollowed pipes according to claim 1 is characterized in that choosing outside described pipe end two the edge of a wing (17).
3, a kind of concrete hollowed pipes according to claim 1 is characterized in that described groove (5) is for broadening gradually or suddenling change wide connected in star.
4, a kind of concrete hollowed pipes according to claim 1 is characterized in that at least a in bar, pier, plate, sheet, rope or the piece of described support draw piece (6).
5, a kind of concrete hollowed pipes according to claim 1 is characterized in that at least a in hollow or solid or porous or the compound support draw piece of described support draw piece (6).
6, a kind of concrete hollowed pipes according to claim 1 is characterized in that at least a in the fixed or movable detachable support draw piece of described support draw piece (6).
7, a kind of concrete hollowed pipes according to claim 1 is characterized in that described plural support draw piece (6) is parallel, quadrature, oblique, grade separation or constitute grid or its combination.
8, a kind of concrete hollowed pipes according to claim 1, it is characterized in that described stiffener (3) for bracing boom, reinforcing rib, add at least a in wringing, perhaps also include stiffening rib; Perhaps stiffener (3) exposes outside the hollow section; Perhaps stiffener (3) position, place is along managing week or axially making the part or whole groove (5).
9, according to the described a kind of concrete hollowed pipes of arbitrary claim in the claim 1 to 8, it is characterized in that wrapping up at least one in described body (1), pipe end end socket (2), the stiffener (3) and contain reinforce (7), perhaps also have reinforce (7) to expose outside the hollow section, reinforce (7) is reinforcing bar, steel wire, steel mesh reinforcement, gauze wire cloth, expanded metal lath, fiber, fleece or cloth, metal foil band, porose thin band, have protruding nail to approach at least a in band, braid over braid or the strap; Perhaps the groove (5) of body (1) or body (1) is provided with at least one inner corner trim (8) or chamfering (9); Perhaps inner corner trim (8) or chamfering (9) are arranged on the pipe end of body (1); Perhaps inner corner trim (8) or chamfering (9) and tubular axis heart line parallel, quadrature, oblique, grade separation or formation grid or its combination; Perhaps inner corner trim (8), groove (5) self or mutually orthogonal, parallel, oblique, grade separation or constitute grid or its combination; Perhaps groove (5) is dark groove, and bottom land is tube wall, double-layer tube wall or thickening tube wall or hollow connection tubule; Perhaps be provided with the die cavity (10) that Cast-in-place concrete stiffener (3) moulding is used in the cavity of body (1), on the body (1) at die cavity (10) position, place, have the uncovered or whole uncovered holes (11) of part, perhaps also have reinforce (7) or support draw piece (6) in the die cavity (10); Perhaps at least one pipe end end socket (2) is stiffening rib (3).
10,, it is characterized in that in the described groove (5) or body (1) is provided with at least a in hole (11), pit (12), raised line (13), the projection (14) according to the described a kind of concrete hollowed pipes of arbitrary claim in the claim 1 to 8; Perhaps be provided with at least one secondary groove (5) in the groove (5); Perhaps the tube wall of at least a portion body (1) is thickening tube wall or the thickening tube wall that is extended with reinforce (7); Perhaps groove (5) is the empty groove of standard-sized sheet mouth, and support draw piece (6) is arranged in the empty groove; Perhaps the body more than at least two (1) is connected in parallel to each other or connects or also series connection, perhaps also has linkage (15) between the body (1); Perhaps body (1) is provided with the locating structure (16) of the location of being convenient to construct, and locating structure (16) can be draw ring, drag hook, lacing wire, draws in the net, feet or other device; The outer frange plate of choosing (17) is perhaps arranged on the body (1); Perhaps (1) lateral separation of the body more than at least two or longitudinal separation are arranged, between link to each other by frange plate (17), constitute pipe fitting in groups; Perhaps body (1) or groove (5) are Cement fibre or Cement fibre net or cement gauze wire cloth body; Perhaps body (1) is metal bellows or plastic film capicitor.
CN2006100948546A 2003-06-19 2003-06-19 Hollow pipe used for concrete Expired - Fee Related CN101016763B (en)

Priority Applications (1)

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CN2006100948546A CN101016763B (en) 2003-06-19 2003-06-19 Hollow pipe used for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2006100948546A CN101016763B (en) 2003-06-19 2003-06-19 Hollow pipe used for concrete

Related Parent Applications (2)

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CNB2005101358679A Division CN100357540C (en) 2003-01-31 2003-06-19 Hollow pipe of concrete
CN 03143177 Division CN1236155C (en) 2003-06-19 2003-06-19 Hollow pipe for concrete

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CN101016763A true CN101016763A (en) 2007-08-15
CN101016763B CN101016763B (en) 2010-04-21

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